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					                              Site Improvement Bond Quantity Worksheet                                                         Date: 01/31/08




 CITY OF PACIFIC
 Community Development & Public Works Department
 100 3rd Avenue SE
 Pacific, Washington 98047
 253-929-1110


      Project Name:                                                                               Date:
            Location:                                                                       Project No.:
                                                                                           Activity No.:



                                                                        Note: All prices include labor, equipment, materials, overhead and
  Clearing greater than or equal to 5,000 board feet of timber?         profit. Prices are from RS Means data adjusted for the Seattle area
                                                                        or from local sources if not included in the RS Means database.
     _____________ yes                                    no
    If yes,
    Forest Practice Permit Number:                 __________________
    (RCW 76.09)




 Page 1 of 9



                                                                                                                      Report Date: 11/13/2010
4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                              5:59 PM
                                      Site Improvement Bond Quantity Worksheet                                                      Date: 01/31/08



                                                                                       Unit                            # of
                                                                 Reference #           Price      Unit   Quantity   Applications       Cost
 EROSION/SEDIMENT CONTROL                              Number
 Backfill & compaction-embankment                      ESC-1                       $       5.62    CY                                         -
 Check dams, 4" minus rock                             ESC-2    KCSWDM 5.4.6.3     $      67.51   Each                                        -
 Crushed surfacing 1 1/4" minus                        ESC-3    WSDOT 9-03.9(3)    $      85.45    CY                                         -
 Ditching                                              ESC-4                       $       8.08    CY                                         -
 Excavation-bulk                                       ESC-5                       $       1.50    CY                                         -
 Fence, silt                                           ESC-6    KCSWDM 5.4.3.1     $       1.38    LF                                         -
 Fence, Temporary (NGPE)                               ESC-7                       $       1.38    LF                                         -
 Hydroseeding                                          ESC-8    KCSWDM   5.4.2.4   $       0.59    SY                                         -
 Jute Mesh                                             ESC-9    KCSWDM   5.4.2.2   $       1.45    SY                                         -
 Mulch, by hand, straw, 3" deep                        ESC-10   KCSWDM   5.4.2.1   $       2.01    SY                                         -
 Mulch, by machine, straw, 2" deep                     ESC-11   KCSWDM   5.4.2.1   $       0.53    SY                                         -
 Piping, temporary, CPP, 6"                            ESC-12                      $      10.70    LF                                         -
 Piping, temporary, CPP, 8"                            ESC-13                      $      16.10    LF                                         -
 Piping, temporary, CPP, 12"                           ESC-14                      $      20.70    LF                                         -
 Plastic covering, 6mm thick, sandbagged               ESC-15   KCSWDM 5.4.2.3     $       2.30    SY                                         -
 Rip Rap, machine placed; slopes                       ESC-16   WSDOT 9-13.1(2)    $      39.08    CY                                         -
 Rock Construction Entrance, 50'x15'x1'                ESC-17   KCSWDM 5.4.4.1     $   1,464.34   Each                                        -
 Rock Construction Entrance, 100'x15'x1'               ESC-18   KCSWDM 5.4.4.1     $   2,928.68   Each                                        -
 Sediment pond riser assembly                          ESC-19   KCSWDM 5.4.5.2     $   1,949.38   Each                                        -
 Sediment trap, 5' high berm                           ESC-20   KCSWDM 5.4.5.1     $      17.91    LF                                         -
 Sed. trap, 5' high, riprapped spillway berm section   ESC-21   KCSWDM 5.4.5.1     $      68.54    LF                                         -
 Seeding, by hand                                      ESC-22   KCSWDM 5.4.2.4     $       0.51    SY                                         -
 Sodding, 1" deep, level ground                        ESC-23   KCSWDM 5.4.2.5     $       6.03    SY                                         -
 Sodding, 1" deep, sloped ground                       ESC-24   KCSWDM 5.4.2.5     $       7.45    SY                                         -
 TESC Supervisor                                       ESC-25                      $      74.75    HR                                         -
 Water truck, dust control                             ESC-26    KCSWDM 5.4.7      $      97.75    HR                                         -
 WRITE-IN-ITEMS **** (see page 9)
                                                                                                  Each                                        -

                                                                                                                                              -
                                                                                                                                              -
                                                                                                   ESC SUBTOTAL:                              -
                                                                                50% CONTINGENCY & MOBILIZATION:                               -
                                                                                                      ESC TOTAL:                              -
                                                                                                        COLUMN:                          A
 Page 2 of 9


                                                                                                                           Report Date: 11/13/2010
4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                   5:59 PM
                                           Site Improvement Bond Quantity Worksheet                                                                   Date: 01/31/08




                                                                                Existing            Future Public              Private              Quantity Completed
                                                                             Right-of-Way        Road Improvements          Improvements             (Bond Reduction)
                                                                                                 & Drainage Facilities                             Quant.
                                                     Unit Price   Unit   Quant.       Cost       Quant.      Cost        Quant.       Cost        Complete      Cost

GENERAL ITEMS                              No.
Backfill & Compaction- embankment          GI - 1    $     5.62    CY             $          -           $         -              $          -             $           -
Backfill & Compaction- trench              GI - 2    $     8.53    CY             $          -           $         -              $          -             $           -
Clear/Remove Brush, by hand                GI - 3    $     0.36    SY             $          -           $         -              $          -             $           -
Clearing/Grubbing/Tree Removal             GI - 4    $ 8,876.16   Acre            $          -           $         -              $          -             $           -
Excavation - bulk                          GI - 5    $     1.50    CY             $          -           $         -              $          -             $           -
Excavation - Trench                        GI - 6    $     4.06    CY             $          -           $         -              $          -             $           -
Fencing, cedar, 6' high                    GI - 7    $    18.55    LF             $          -           $         -              $          -             $           -
Fencing, chain link, vinyl coated, 6' high GI - 8    $    13.44    LF             $          -           $         -              $          -             $           -
                                           GI
Fencing, chain link, gate, vinyl coated, 20' - 9     $ 1,271.81   Each            $          -           $         -              $          -             $           -
Fencing, split rail, 3' high               GI - 10   $    12.12    LF             $          -           $         -              $          -             $           -
Fill & compact - common barrow             GI - 11   $    22.57    CY             $          -           $         -              $          -             $           -
Fill & compact - gravel base               GI - 12   $    25.48    CY             $          -           $         -              $          -             $           -
Fill & compact - screened topsoil          GI - 13   $    37.85    CY             $          -           $         -              $          -             $           -
Gabion, 12" deep, stone filled mesh        GI - 14   $    54.31    SY             $          -           $         -              $          -             $           -
Gabion, 18" deep, stone filled mesh        GI - 15   $    74.85    SY             $          -           $         -              $          -             $           -
Gabion, 36" deep, stone filled mesh        GI - 16   $   132.48    SY             $          -           $         -              $          -             $           -
Grading, fine, by hand                     GI - 17   $     2.02    SY             $          -           $         -              $          -             $           -
Grading, fine, with grader                 GI - 18   $     0.95    SY             $          -           $         -              $          -             $           -
Monuments, 3' long                         GI - 19   $   135.13   Each            $          -           $         -              $          -             $           -
Sensitive Areas Sign                       GI - 20   $     2.88   Each            $          -           $         -              $          -             $           -
Sodding, 1" deep, sloped ground            GI - 21   $     7.46    SY             $          -           $         -              $          -             $           -
Surveying, line & grade                    GI - 22   $   788.26   Day             $          -           $         -              $          -             $           -
Surveying, lot location/lines              GI - 23   $ 1,556.64   Acre            $          -           $         -              $          -             $           -
Traffic control crew ( 2 flaggers )        GI - 24   $    85.18    HR             $          -           $         -              $          -             $           -
Trail, 4" chipped wood                     GI - 25   $     7.59    SY             $          -           $         -              $          -             $           -
Trail, 4" crushed cinder                   GI - 26   $     8.33    SY             $          -           $         -              $          -             $           -
Trail, 4" top course                       GI - 27   $     8.19    SY             $          -           $         -              $          -             $           -
Wall, retaining, concrete                  GI - 28   $    44.16    SF             $          -           $         -              $          -             $           -
Wall, rockery                              GI - 29   $     9.49    SF             $          -           $         -              $          -             $           -

Page 3 of 9                                          SUBTOTAL                     $          -           $         -              $          -             $           -



                                                                                                                                             Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                               5:59 PM
                                           Site Improvement Bond Quantity Worksheet                                                                     Date: 01/31/08




                                                                                 Existing             Future Public              Private                Bond Reduction
                                                                               Right-of-way        Road Improvements          Improvements
                                                                                                   & Drainage Facilities                             Quant.
                                                     Unit Price     Unit   Quant.       Cost       Quant.      Cost        Quant.       Cost        Complete       Cost

ROAD IMPROVEMENT                           No.
AC Grinding, 4' wide machine < 1000sy RI - 1         $      23.00    SY             $          -           $         -              $          -               $          -
                                           R
AC Grinding, 4' wide machine 1000-2000sy I - 2       $       5.75    SY             $          -           $         -              $          -               $          -
AC Grinding, 4' wide machine > 2000sy RI - 3         $       1.38    SY             $          -           $         -              $          -               $          -
AC Removal/Disposal/Repair                 RI - 4    $      41.14    SY             $          -           $         -              $          -               $          -
Barricade, type I                          RI - 5    $      30.03    LF             $          -           $         -              $          -               $          -
Barricade, type III ( Permanent )          RI - 6    $      45.05    LF             $          -           $         -              $          -               $          -
Curb & Gutter, rolled                      RI - 7    $      13.27    LF             $          -           $         -              $          -               $          -
Curb & Gutter, vertical                    RI - 8    $       9.69    LF             $          -           $         -              $          -               $          -
Curb and Gutter, demolition and disposal RI - 9      $      13.58    LF             $          -           $         -              $          -               $          -
Curb, extruded asphalt                     RI - 10   $       2.44    LF             $          -           $         -              $          -               $          -
Curb, extruded concrete                    RI - 11   $       2.56    LF             $          -           $         -              $          -               $          -
Sawcut, asphalt, 3" depth                  RI - 12   $       1.85    LF             $          -           $         -              $          -               $          -
Sawcut, concrete, per 1" depth             RI - 13   $       1.69    LF             $          -           $         -              $          -               $          -
Sealant, asphalt                           RI - 14   $       0.99    LF             $          -           $         -              $          -               $          -
Shoulder, AC, ( see AC road unit price ) RI - 15     $        -      SY             $          -           $         -              $          -               $          -
Shoulder, gravel, 4" thick                 RI - 16   $       7.53    SY             $          -           $         -              $          -               $          -
Sidewalk, 4" thick                         RI - 17   $      30.52    SY             $          -           $         -              $          -               $          -
                                           RI
Sidewalk, 4" thick, demolition and disposal - 18     $      27.73    SY             $          -           $         -              $          -               $          -
Sidewalk, 5" thick                         RI - 19   $      34.94    SY             $          -           $         -              $          -               $          -
                                           RI
Sidewalk, 5" thick, demolition and disposal - 20     $      34.65    SY             $          -           $         -              $          -               $          -
Sign, handicap                             RI - 21   $      85.28   Each            $          -           $         -              $          -               $          -
Striping, per stall                        RI - 22   $       5.82   Each            $          -           $         -              $          -               $          -
Striping, thermoplastic, ( for crosswalk ) RI - 23   $       2.38    SF             $          -           $         -              $          -               $          -
Striping, 4" reflectorized line            RI - 24   $       0.25    LF             $          -           $         -              $          -               $          -

Page 4 of 9                                          SUBTOTAL                       $          -           $         -              $          -               $          -




                                                                                                                                               Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                 5:59 PM
                                         Site Improvement Bond Quantity Worksheet                                                                           Date: 01/31/08




                                                                               Existing                Future Public                 Private                Bond Reduction
                                                                             Right-of-way           Road Improvements             Improvements
                                                                                                    & Drainage Facilities                                Quant.
                                                 Unit Price     Unit    Quant.         Cost         Quant.      Cost           Quant.       Cost        Complete       Cost

ROAD SURFACING                 (4" Rock = 2.5 base & 1.5" top course)   For '93 KCRS ( 6.5" Rock= 5" base & 1.5" top course)
For KCRS '93, (additional 2.5" base) add: RS - 1 $       3.60    SY               $           -               $          -              $          -               $          -
AC Overlay, 1.5" AC                       RS - 2 $       7.39    SY               $           -               $          -              $          -               $          -
AC Overlay, 2" AC                         RS - 3 $       8.75    SY               $           -               $          -              $          -               $          -
AC Road, 2", 4" rock, First 2500 SY       RS - 4 $      17.24    SY               $           -               $          -              $          -               $          -
AC Road, 2", 4" rock, Qty. over 2500SY RS - 5 $         13.36    SY               $           -               $          -              $          -               $          -
AC Road, 3", 4" rock, First 2500 SY       RS - 6 $      19.69    SY               $           -               $          -              $          -               $          -
AC Road, 3", 4" rock, Qty. over 2500 SY RS - 7 $        15.81    SY               $           -               $          -              $          -               $          -
AC Road, 5", First 2500 SY                RS - 8 $      14.57    SY               $           -               $          -              $          -               $          -
AC Road, 5", Qty. Over 2500 SY            RS - 9 $      13.94    SY               $           -               $          -              $          -               $          -
AC Road, 6", First 2500 SY               RS - 10 $      16.76    SY               $           -               $          -              $          -               $          -
AC Road, 6", Qty. Over 2500 SY           RS - 11 $      16.12    SY               $           -               $          -              $          -               $          -
Asphalt Treated Base, 4" thick           RS - 12 $       9.21    SY               $           -               $          -              $          -               $          -
Gravel Road, 4" rock, First 2500 SY      RS - 13 $      11.41    SY               $           -               $          -              $          -               $          -
Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $        7.53    SY               $           -               $          -              $          -               $          -
PCC Road, 5", no base, over 2500 SY      RS - 15 $      21.51    SY               $           -               $          -              $          -               $          -
PCC Road, 6", no base, over 2500 SY RS - 16 $           21.87    SY               $           -               $          -              $          -               $          -
Thickened Edge                           RS - 17 $       6.89    LF               $           -               $          -              $          -               $          -

Page 5 of 9                                      SUBTOTAL                         $           -               $          -              $          -               $          -




                                                                                                                                                   Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                     5:59 PM
                                   Site Improvement Bond Quantity Worksheet                                                                                    Date: 01/31/08



                                                                        Existing                Future Public                       Private                    Bond Reduction
                                                                      Right-of-way           Road Improvements                   Improvements
                                                                                             & Drainage Facilities                                         Quant.
                                            Unit Price     Unit   Quant.       Cost          Quant.      Cost                Quant.           Cost        Complete           Cost

DRAINAGE (CPP = Corrugated Plastic Pipe,    N12 or Equivalent)             For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.
Access Road, R/D                   D-1      $     16.74     SY             $          -                 $            -                  $            -                 $             -
Bollards - fixed                   D-2      $    240.74 Each               $          -                 $            -                  $            -                 $             -
Bollards - removable               D-3      $    452.34 Each               $          -                 $            -                  $            -                 $             -
* (CBs include frame and lid)
CB Type I                          D-4      $   1,257.64   Each            $          -                 $            -                  $            -                 $             -
CB Type IL                         D-5      $   1,433.59   Each            $          -                 $            -                  $            -                 $             -
CB Type II, 48" diameter           D-6      $   2,033.57   Each            $          -                 $            -                  $            -                 $             -
    for additional depth over 4'   D-7      $     436.52    FT             $          -                 $            -                  $            -                 $             -
CB Type II, 54" diameter           D-8      $   2,192.54   Each            $          -                 $            -                  $            -                 $             -
    for additional depth over 4'   D-9      $     486.53    FT             $          -                 $            -                  $            -                 $             -
CB Type II, 60" diameter           D - 10   $   2,351.52   Each            $          -                 $            -                  $            -                 $             -
    for additional depth over 4'   D - 11   $     536.54    FT             $          -                 $            -                  $            -                 $             -
CB Type II, 72" diameter           D - 12   $   3,212.64   Each            $          -                 $            -                  $            -                 $             -
    for additional depth over 4'   D - 13   $     692.21    FT             $          -                 $            -                  $            -                 $             -
Through-curb Inlet Framework (Add) D - 14   $     366.09   Each            $          -                 $            -                  $            -                 $             -
Cleanout, PVC, 4"                  D - 15   $     130.55   Each            $          -                 $            -                  $            -                 $             -
Cleanout, PVC, 6"                  D - 16   $     174.90   Each            $          -                 $            -                  $            -                 $             -
Cleanout, PVC, 8"                  D - 17   $     224.19   Each            $          -                 $            -                  $            -                 $             -
Culvert, PVC, 4"                   D - 18   $       8.64    LF             $          -                 $            -                  $            -                 $             -
Culvert, PVC, 6"                   D - 19   $      12.60    LF             $          -                 $            -                  $            -                 $             -
Culvert, PVC, 8"                   D - 20   $      13.33    LF             $          -                 $            -                  $            -                 $             -
Culvert, PVC, 12"                  D - 21   $      21.77    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 8"                   D - 22   $      17.25    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 12"                  D - 23   $      26.45    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 15"                  D - 24   $      32.73    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 18"                  D - 25   $      37.74    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 24"                  D - 26   $      53.33    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 30"                  D - 27   $      71.45    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 36"                  D - 28   $     112.11    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 48"                  D - 29   $     140.83    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 60"                  D - 30   $     235.45    LF             $          -                 $            -                  $            -                 $             -
Culvert, CMP, 72"                  D - 31   $     302.58    LF             $          -                 $            -                  $            -                 $             -
Page 6 of 9                                 SUBTOTAL                       $          -                 $            -                  $            -                 $             -



                                                                                                                                                     Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                       5:59 PM
                                         Site Improvement Bond Quantity Worksheet                                                                      Date: 01/31/08



                                                                                Existing             Future Public              Private                Bond Reduction
                                                                              Right-of-way        Road Improvements          Improvements
DRAINAGE CONTINUED                                                                                & Drainage Facilities                             Quant.
                                           No.     Unit Price      Unit   Quant.       Cost       Quant.      Cost        Quant.       Cost        Complete       Cost
Culvert, Concrete, 8"                     D - 32   $      21.02     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 12"                    D - 33   $      30.05     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 15"                    D - 34   $      37.34     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 18"                    D - 35   $      44.51     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 24"                    D - 36   $      61.07     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 30"                    D - 37   $     104.18     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 36"                    D - 38   $     137.63     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 42"                    D - 39   $     158.42     LF             $          -           $          -             $          -               $          -
Culvert, Concrete, 48"                    D - 40   $     175.94     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 6"                          D - 41   $      10.70     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 8"                          D - 42   $      16.10     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 12"                         D - 43   $      20.70     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 15"                         D - 44   $      23.00     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 18"                         D - 45   $      27.60     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 24"                         D - 46   $      36.80     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 30"                         D - 47   $      48.30     LF             $          -           $          -             $          -               $          -
Culvert, CPP, 36"                         D - 48   $      55.20     LF             $          -           $          -             $          -               $          -
Ditching                                  D - 49   $        8.08    CY             $          -           $          -             $          -               $          -
Flow Dispersal Trench (1,436 base+) D - 50         $      25.99     LF
French Drain (3' depth)                   D - 51   $      22.60     LF             $          -           $         -              $          -               $          -
Geotextile, laid in trench, polypropylene D - 52   $        2.40    SY             $          -           $         -              $          -               $          -
Infiltration pond testing                 D - 53   $      74.75     HR             $          -           $         -              $          -               $          -
Mid-tank Access Riser, 48" dia, 6' deep D - 54     $ 1,605.40      Each            $          -           $         -              $          -               $          -
Pond Overflow Spillway                    D - 55   $      14.01     SY             $          -           $         -              $          -               $          -
Restrictor/Oil Separator, 12"             D - 56   $ 1,045.19      Each            $          -           $         -              $          -               $          -
Restrictor/Oil Separator, 15"             D - 57   $ 1,095.56      Each            $          -           $         -              $          -               $          -
Restrictor/Oil Separator, 18"             D - 58   $ 1,146.16      Each            $          -           $         -              $          -               $          -
Riprap, placed                            D - 59   $      39.08     CY             $          -           $         -              $          -               $          -
Tank End Reducer (36" diameter)           D - 60   $ 1,000.50      Each            $          -           $         -              $          -               $          -
Trash Rack, 12"                           D - 61   $     211.97    Each            $          -           $         -              $          -               $          -
Trash Rack, 15"                           D - 62   $     237.27    Each            $          -           $         -              $          -               $          -
Trash Rack, 18"                           D - 63   $     268.89    Each            $          -           $         -              $          -               $          -
Trash Rack, 21"                           D - 64   $     306.84    Each            $          -           $         -              $          -               $          -
Page 7 of 9                                        SUBTOTAL                        $          -           $         -              $          -               $          -


                                                                                                                                              Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                5:59 PM
                                           Site Improvement Bond Quantity Worksheet                                                                         Date: 01/31/08




                                                                                    Existing              Future Public              Private                Bond Reduction
                                                                                  Right-of-way         Road Improvements          Improvements
                                                                                                       & Drainage Facilities                             Quant.
                                                        Unit Price     Unit   Quant.       Price       Quant.      Cost        Quant.       Cost        Complete       Cost

PARKING LOT SURFACING
                                         No.
2" AC, 2" top course rock & 4" borrow   PL - 1 $               15.84   SY              $           -           $         -              $          -               $          -
                                        P
2" AC, 1.5" top course & 2.5" base courseL - 2 $               17.24   SY              $           -           $         -              $          -               $          -
4" select borrow                        PL - 3 $                4.55   SY              $           -           $         -              $          -               $          -
1.5" top course rock & 2.5" base course PL - 4 $               11.41   SY              $           -           $         -              $          -               $          -

WRITE-IN-ITEMS

(Such as detention/water quality vaults,    No.
water system, sewer system, etc.)
Water Main, 8-inch dia. DIP                WI   -   1                   LF             $           -           $         -              $          -               $          -
Fire Hydrants                              WI   -   2                  Each            $           -           $         -              $          -               $          -
Water Service Connections                  WI   -   3                  Each            $           -           $         -              $          -               $          -
Sanitary Sewer, 8-inch dia. PVC            WI   -   4                   LF             $           -           $         -              $          -               $          -
Manholes, 48-inch Dia.                     WI   -   5                  Each            $           -           $         -              $          -               $          -
Side Sewer Connections                     WI   -   6                  Each            $           -           $         -              $          -               $          -
                                           WI   -   7                                  $           -           $         -              $          -               $          -
                                           WI   -   8                                  $           -           $         -              $          -               $          -
                                           WI   -   9                                  $           -           $         -              $          -               $          -
                                           WI - 10                                     $           -           $         -              $          -               $          -
                                           WI - 11                                     $           -           $         -              $          -               $          -
                                           WI - 12                                     $           -           $         -              $          -               $          -

                                                        SUBTOTAL                       $           -           $         -              $          -               $          -
                                    SUBTOTAL (SUM ALL PAGES):                          $           -           $         -              $          -               $          -
                         50% CONTINGENCY & MOBILIZATION:                               $           -           $         -              $          -               $          -
                                                            GRANDTOTAL:                $           -           $         -              $          -               $          -
                                                                COLUMN:                     B                        C                       D                          E
Page 8 of 9




                                                                                                                                                   Report Date: 11/13/2010
      4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                     5:59 PM
                                        Site Improvement Bond Quantity Worksheet                                                                                               Date: 01/31/08




Original bond computations prepared by:
Name:                                                                                                                                                  Date:
PE Registration Number:                                                                                                                                Tel. #:
Firm Name:
Address:                                                                                                                                        Project No:                      0


                                                                                 ROAD IMPROVEMENTS & DRAINAGE FACILITIES FINANCIAL GUARANTEE REQUIREMENTS
                                                                                PERFORMANCE BOND                                                                    PUBLIC ROAD & DRAINAGE
                                                                                     AMOUNT                                BOND AMOUNT                             MAINTENANCE/DEFECT BOND
                                                                                                                     REQUIRED AT RECORDING OR
Stabilization/Erosion Sediment Control (ESC)                      (A)     $                          -                TEMPORARY OCCUPANCY

Existing Right-of-Way Improvements                                (B)     $                          -
Future Public Road Improvements & Drainage Facilities             (C)     $                          -
Private Improvements                                              (D)     $                          -
Contingency and Mobilization (50%)                                (E)     $                          -
Calculated Quantity Completed                                                                                      (F)      $                      -
Performance Bond Amount           (A+B+C+D+F) = TOTAL             (T)     $                          -          T x 0.50 $                         -     OR

Reduced Performance Bond Total                                                                                    (T-F)     $                      -
                                                                                                                    Use larger of Tx50% or (T-F)                 (B+C) x
Maintenance/Defect Bond Total                                                                                                                                     0.20 = $                    -

NAME OF PERSON PREPARING BOND* REDUCTION:                                                                                                               Date:

     NOTE:
             1 The word "bond" as used in this document means any financial guarantee acceptable to the City of Pacific.
             2 The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off-site needs to be included.
             3 Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration
               needs to be reflected in this amount.

REQUIRED BOND AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY CITY OF PACIFIC PUBLIC WORKS DEPARTMENT.




                                                                                                                                                                    Report Date: 11/13/2010
 4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                                                                           5:59 PM
                      Landscape Bond Quantity Worksheet
                                                                                                                             Date: 01/31/08



     CITY OF PACIFIC
     Community Development & Public Works Department
     100 3rd Avenue SE
     Pacific, Washington 98047
     253-929-1110

          Project Name:                                                                                 Date:
                 Location:                                                                        Project No.:
                                                                                              Activity No.:
                                                                     Unit
                                                                     Price           Unit           Quantity              Cost
     SOD / LAWN
                                                                                      MSF
     Sod Lawn Areas                                              $     500.00     (1,000 Sq Ft)
                                                                                      MSF
     Hydroseeding                                                $       50.00    (1,000 Sq Ft)

     SOIL PREPARATION
     Top Soil (6-inches deep)                                    $       25.00        CY
     Mulch (2-inches deep)                                       $        4.00        SY
     Peatmoss (2-inches deep)                                    $        2.30        SY
     Compost (3-inches deep & tilling)                           $       26.00        SY
     Fertilizer                                                  $        6.67        CY
     PLANT MATERIALS
     Deciduous Tree (1.75 - 2.00 inch caliper - minimum
     height 10 feet)                                             $     250.00        Each
     Deciduous Tree (1.50 - 1.75 inch caliper - minimum
     height 6 feet)                                              $     225.00        Each
     Evergreen Tree (Minimum height 5 feet)                      $     150.00        Each
     Shrubs                                                      $      35.00        Each
     Ground Cover                                                $       4.00        Each
     MISCELLANEOUS
     Tree Stakes                                                 $       2.65        Each
     Solid Wood Cedar Fence                                      $      28.50         LF
     Berming                                                     $      17.50        Each
     Irrigation                                                  $       0.80         SF
     Relocating Tree on site (36-inch ball)                      $     260.00        Each
     Relocating Tree on site (60-inch ball)                      $     920.00        Each
     Relocating Shrub on site (12-inch ball)                     $      26.00         SY
     Relocating Shrub on site (24-inch ball)                     $      33.00         SY
     WRITE-IN-ITEMS
                                                                                     Each




                                                                       LANDSCAPE SUBTOTAL:                       $                 -
                                                          50% CONTINGENCY & MOBILIZATION:                        $                 -
                                                         LANDSCAPE PERFORMANCE BOND TOTAL:                       $                 -
                                                         LANDSCAPE MAINTENANCE BOND TOTAL:                       $                 -

     Prior to issuance of a final certificate of occupancy, a maintenance bond or other acceptable financial guarantee equal to 30
     percent of the replacement cost of the required landscaping shall be submitted. The replacement cost shall be determined by the
     director. The bond shall be maintained for a three-year period, at which point the director shall determine if the bond shall be
     released or is needed for maintenance within the landscaped areas. (Ord. 1505 § 13, 2001; Ord. 1361 § 13, 1998).

                                                                                                                     Report Date: 11/13/2010
4313a8ac-791a-458c-b82c-c0a3d30551b6.xls                                                                                             5:59 PM

				
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